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<article xmlns:xlink="http://www.w3.org/1999/xlink">
  <front>
    <journal-meta />
    <article-meta>
      <title-group>
        <article-title>LPV subspace identification for robust fault detection using a set-membership approach: Application to the wind turbine benchmark</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <string-name>Chouiref. H</string-name>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Boussaid. B</string-name>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Abdelkrim. M.N</string-name>
          <xref ref-type="aff" rid="aff2">2</xref>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Puig. V</string-name>
          <xref ref-type="aff" rid="aff0">0</xref>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Aubrun.C</string-name>
          <xref ref-type="aff" rid="aff1">1</xref>
        </contrib>
        <aff id="aff0">
          <label>0</label>
          <institution>Advanced Control Systems Group (SAC), Technical University of Catalonia</institution>
        </aff>
        <aff id="aff1">
          <label>1</label>
          <institution>Centre de Recherche en Automatique de Nancy (CRAN), Lorraine University</institution>
        </aff>
        <aff id="aff2">
          <label>2</label>
          <institution>Research Unit of Modeling, Analysis and Control of Systems (MACS), Gabès University</institution>
        </aff>
      </contrib-group>
      <fpage>261</fpage>
      <lpage>268</lpage>
      <abstract>
        <p>This paper focuses on robust fault detection for Linear Parameter Varying (LPV) systems using a set-membership approach. Since most of models which represent real systems are subject to modeling errors, standard fault detection (FD) LPV methods should be extended to be robust against model uncertainty. To solve this robust FD problem, a set-membership approach based on an interval predictor is used considering a bounded description of the modeling uncertainty. Satisfactory results of the proposed approach have been obtained using several fault scenarios in the pitch subsystem considered in the wind turbine benchmark introduced in IFAC SAFEPROCESS 2009.</p>
      </abstract>
    </article-meta>
  </front>
  <body>
    <sec id="sec-1">
      <title>-</title>
      <p>
        The fault diagnosis of industrial processes has become an
important topic because of its great influence on the
operational control of processes. Reliable diagnosis and early
detection of incipient faults avoid harmful consequences.
Typically, faults in sensors and actuators and the process itself
are considered. In the case of the wind turbine benchmark,
a set of pre-defined faults with different locations and types
are proposed in [
        <xref ref-type="bibr" rid="ref1">1</xref>
        ] where the dynamic change in the pitch
system is treated. The procedure of fault detection is based
either on the knowledge or on the model of the system [2].
Model-based fault detection is often necessary to obtain a
good performance in the diagnosis of faults. The methods
used in model-based diagnosis can be classified according
if they are using state observers, parity equations and
parameter estimation [3]. For linear time invariant systems
(LTI), the FD task is largely solved by powerful tools.
However, physical systems generally present nonlinear
behaviors. Using LTI models in many real applications is not
sufficient for high performance design. In order to achieve
good performance while using linear like techniques,
Linear Parameter Varying systems are recently received
considerable attention [4]. Recently, many model-based
applications using such systems and the subspace identification
method were published [
        <xref ref-type="bibr" rid="ref4">5</xref>
        ]. In model-based FD, a residual
vector is used to describe the consistency check between
the predicted and the real behavior of the monitored
system. Ideally, the residuals should only be affected by the
faults. However, the presence of disturbances, noises and
modeling errors yields the residual to become non zero. To
take into account these errors, the fault detection algorithm
must be robust. When modeling uncertainty in a
deterministic way, there are two robust estimation methods: the first
method is the bounded error estimation that assumes the
parameters are considered time invariant and there is only an
additive error [
        <xref ref-type="bibr" rid="ref5">6</xref>
        ]. On the other hand, the second approach
is the interval predictor that takes into account the variation
of parameters and which considers additive and
multiplicative errors [7], [8]. Here, the interval predictor is combined
with existing nominal LPV identification presented by [
        <xref ref-type="bibr" rid="ref8">9</xref>
        ],
allowing to include robustness and minimizing false alarms
(see Fig. 1) [
        <xref ref-type="bibr" rid="ref9">10</xref>
        ]. Thus, this paper contributes with a new
set-membership estimator approach that combines the
interval predictor scheme with the LPV identification through
subspace methods in one step. To illustrate the methodology
proposed in this work, the pitch subsystem of wind turbine
system proposed as a benchmark in IFAC SAFEPROCESS
2009 will be used. First, this subsystem is modeled as an
LPV model using the hydraulic pressure as the scheduling
variable. On the hypothesis that damping ratio and natural
frequency have an affine variation with hydraulic pressure,
this affine LPV model is estimated by means of the subspace
LPV estimation algorithm. Second, the residue is
synthesized to take into account the robustness against the
uncertainties in the parameters. This work is organized as
follows: In Section 2, the LPV subspace estimation method is
recalled. In Section 3, the interval predictor approach
combined with the LPV subspace method is proposed as tool
for robust fault detection. In Section 4, the modeling of the
pitch system as a LPV model is introduced. Section 5 deals
with simulation experiments that illustrate the
implementation and performance of the proposed approach applied to
the robust fault detection of wind turbine pitch system.
Finally, Section 6 gives some concluding remarks.
2
      </p>
    </sec>
    <sec id="sec-2">
      <title>LPV Subspace Identification method</title>
      <p>
        In the literature, there are two methods for LPV
identification: First, the ones based on global LPV estimation.
Second, the ones based on the interpolation of local models
[
        <xref ref-type="bibr" rid="ref10">11</xref>
        ], However, those approaches could lead to unstable
representations of the LPV structure while the original system
is stable [
        <xref ref-type="bibr" rid="ref11">12</xref>
        ]. That is why in this paper, we propose to
use a subspace identification algorithm proposed (see [
        <xref ref-type="bibr" rid="ref8">9</xref>
        ]
and [
        <xref ref-type="bibr" rid="ref12">13</xref>
        ]) to identify LPV systems which does not require
interpolation or identification of local models and avoid
instability problems.
      </p>
      <sec id="sec-2-1">
        <title>2.1 Problem formulation</title>
        <p>
          In the model used in identification in [
          <xref ref-type="bibr" rid="ref8">9</xref>
          ], the system
matrices depend linearly on the time varying scheduling vector
as follows:
xk+1 =
m
∑ µ (ki)(A(i)xk + B(i)uk + K(i)ek)
        </p>
        <p>yk = Cxk + Duk + ek
with xk ∈ Rn, uk ∈ Rr, yk ∈ Rl are the state, input and
output vectors and ek denotes the zero mean white
innovation process and m is the number of local model or
scheduling parameters:</p>
        <p>µ k = [1, µ (k2) , ..., µ km]T
Eqs.(1) and (2) can be written in the predictor form:
xk+1 =
m
∑ µ (ki)( A˜(i)xk + B˜(i)uk + K(i)yk)
with
2.2</p>
      </sec>
      <sec id="sec-2-2">
        <title>Assumptions and notation</title>
        <p>Defining zk = [ukT , yT ]T and using a data window of
k
length p to define the following vector:
(1)
(2)
(3)
with
and
with
and
where</p>
        <p>⌣ ⌣ ⌣
κ¯pk = [φ p−1,k+1Bk, ..., φ 1,k+p−1Bk+p−2, Bk+p−1]
Then, Eq.(3) can be transformed into:</p>
        <p>If the system (3) is uniformly exponentially stable the
approximation error can be made arbitrarily small then:
To calculate the observability matrix Γp times the state X,
we first calculate the matrix Γpκp:
xk+p ≈ κpN p z¯p</p>
        <p>k k</p>
        <p>Clp−1 . .</p>
        <p>CA(1)lp−1 . .</p>
        <p>.</p>
        <p>.
 Clp
 0
Γpκp =  .</p>
        <p> .</p>
        <p>0
Then, using the following Singular Value Decomposition
(SVD):
Γ\pκpZ = [ υ
υσ⊥ ]
[ ∑</p>
        <p>n
0
0 ] [ V ]
∑ V⊥</p>
        <p>.
pp−1/k+1
.
(5)
(6)
(7)</p>
        <p>
          If the matrix [ZT , U T ] has full row rank, the matrix
Cκp and D can be estimated by solving the following linear
regression problem [
          <xref ref-type="bibr" rid="ref13">14</xref>
          ]:
        </p>
        <p>Cmκpin,D ∥Y − CκpZ − DU ∥2F
where ∥∥F represents the Frobenius norm. This problem
can be solved by using traditional least square methods as
in the case of LTI identification for time varying systems.
Moreover, the observability matrix for the first model is
calculated as follows:</p>
        <p>Y = [yp+1 , ..., yN ]
Z = [N1p z¯1p , ..., N Np−p+1 z¯N−p+1
p
the controllability matrix can be expressed as:
with
ZT Z =
p
∑(Z1,j )Z1,j
j=1</p>
        <p>p−j
(Zi,j )T Z1,j = ( ∏ µ TN˜+v+j−iµ N˜+v+j−1)(z NT˜+j−iz N˜+j−1)
v=0
the state is estimated by:
⌢
X =
∑V
n</p>
        <p>
          Finally, C and D matrix are estimated using output
equation (2) and A and B are estimated using the state equation
(1). This algorithm can be summarized as follows [
          <xref ref-type="bibr" rid="ref8">9</xref>
          ]:
• Create the matrices U , Y and Z using (4),(5) and (6),
• Solve the linear problems given in (7) ,
• Construct Γp times the state X,
• Estimate the state sequence,
•
        </p>
        <p>With the estimated state, use the linear relations to
obtain the system matrices.</p>
        <p>
          In the case of a very small p, we have in general a biased
estimate. However, when the bias is too large, it will be a
problem. That is why a large p would be chosen. In the
case of a very large p, this method suffers from the curse
of dimensionality [
          <xref ref-type="bibr" rid="ref12">13</xref>
          ] and the number of rows of Z grows
exponentially with the size of the past window. In fact, the
number of rows is given by:
ρZ = (r + ℓ) ∑p mj
j=1
        </p>
        <p>
          To overcome this drawback, the kernel method will be
introduced in the next subsection [
          <xref ref-type="bibr" rid="ref14">15</xref>
          ].
2.3
        </p>
      </sec>
      <sec id="sec-2-3">
        <title>Kernel method</title>
        <p>The equation (7) has a unique solution if the matrix
[ ZT U T ] has full row rank and is given by:</p>
        <p>mαin ∥α∥2F
(10)
Finally, the estimate sequence is obtained by solving the
original SVD problem.</p>
        <p>
          The kernel method can be summarized as follows [
          <xref ref-type="bibr" rid="ref8">9</xref>
          ]:
• Create the matrices U T U using (4) and ZT Z and
(Zi,j )T (Zi,j ) using (10),
• Solve the linear problem given in (8),
• Construct Γ times the state X using (9)and (10),
• Estimate the state sequence,
•
        </p>
        <p>With the estimated state, use the linear relation to
obtain the system matrices.</p>
      </sec>
    </sec>
    <sec id="sec-3">
      <title>3 Interval predictor approach</title>
      <p>
        To add robustness to the LPV subspace identification
approach presented in the previous section, it will be combined
with the interval predictor approach [
        <xref ref-type="bibr" rid="ref15">16</xref>
        ]. The interval
predictor approach is an extension of classical system
identification methods in order to provide the nominal model plus
the uncertainty bounds for parameters guaranteeing that all
collected data from the system in non-faulty scenarios will
be included in the model prediction interval. This approach
considers separately the additive and multiplicative
uncertainties. Additive uncertainty is taken into account in the
additive error term e(k) and modeling uncertainty is
considered to be located in the parameters that are represented
by a nominal value plus some uncertainty set around. In the
literature, there are many approximation of the set uncertain
parameter Θ. In our case, this set is described by a zonotope
[
        <xref ref-type="bibr" rid="ref9">10</xref>
        ] :
      </p>
      <p>
        Θ = θ0 ⊕ HBn = { θ0 + Hz : z ∈ Bn}
where: θ0 is the nominal model (here obtained with the
identification approach, H is matrix uncertainty shape, Bn
is a unitary box composed of n unitary (B = [
        <xref ref-type="bibr" rid="ref1">−1, 1</xref>
        ])
interval vectors and ⊕ denotes the Minkowski sum. A
particular case of the parameter set is used that corresponds to the
case where the parameter set Θ is bounded by an interval
box [
        <xref ref-type="bibr" rid="ref16">17</xref>
        ]:
      </p>
      <p>Θ = [θ1, θ1] × ...[θi, θi] × ...[θnθ , θnθ ]
where θi = θi0 − λi and θi = θi0 + λi with λi ≥ 0 and
i = 1, ..., nθ. In particular, the interval box can be viewed as
a zonotope with center θ0 and H equal to an nθ×nθ diagonal
matrix:
θ0 = ( θ1 + θ1 , θ2 + θ2 , ..., θn + θn
2 2 2
)</p>
      <p>H = diag(λ1, λ2, ..., λn)
For every output, a model can be extracted in the following
regressor form:
y(k) = φ (k)θ(k) + e(k)
(11)
(12)
(13)
(14)
(15)
• φ (k) is the regressor vector of dimension 1× nθ which
can contain any function of inputs u(k) and outputs
y(k).
• θ(k) ∈ Θ is the parameter vector of dimension nθ×1.</p>
      <p>Θ is the set that bounds parameter values.
• e(k) is the additive error bounded by a constant where
| e(k)| ≤ σ.</p>
      <p>In the interval predictor approach, the set of uncertain
parameters Θ should be obtained such that all measured data
in fault-free scenario will be covered by the interval
predicted output.
where
y(k) ∈ [yˆ(k) − σ, yˆ(k) + σ]
yˆ(k) = yˆ0(k) − ∥φ (k)H∥1
yˆ(k) = yˆ0(k) + ∥φ (k)H∥1
and yˆ0(k) is the model output prediction with nominal
parameters with θ0 =[θ1, θ2, ..., θnθ ]T obtained using the LPV
identification algorithm:</p>
      <p>yˆ0(k) = φ (k)θ0(k)</p>
      <p>Then, fault detection will be based on checking if (16)
is satisfied. In case that, it is not satisfied a fault can be
indicated. Otherwise, nothing can be said.
4</p>
    </sec>
    <sec id="sec-4">
      <title>Case study: wind turbine benchmark system</title>
      <p>
        In this work, a specific variable speed turbine is considered.
It is a three blade horizontal axis turbine with a full
converter. The energy conversion from wind energy to
mechanical energy can be controlled by changing the aerodynamics
of the turbine by pitching the blades or by controlling the
rotational speed of the turbine relative to the wind speed.
The mechanical energy is converted to electrical energy by
a generator fully coupled to a converter. Between the
rotor and the generator, a drive train is used to increase the
rotational speed from the rotor to the generator [
        <xref ref-type="bibr" rid="ref17">18</xref>
        ]. This
model can be decomposed into submodels: Aerodynamic,
Pitch, Drive train and Generator [
        <xref ref-type="bibr" rid="ref18">19</xref>
        ] [
        <xref ref-type="bibr" rid="ref19">20</xref>
        ]. In this paper,
we focus on faults in the pitch subsystem as explained in the
following subsection.
4.1
      </p>
      <sec id="sec-4-1">
        <title>Pitch system model</title>
        <p>
          In the wind turbine benchmark model, the hydraulic pitch
is a piston servo mechanism which can be modeled by a
second order transfer function [
          <xref ref-type="bibr" rid="ref20">21</xref>
          ] [
          <xref ref-type="bibr" rid="ref1">1</xref>
          ]:
β(s)
βr(s)
=
        </p>
        <p>ωn2
s2 + 2ζωns + ωn2</p>
        <p>Notice that βr refers to reference values of pitch angles.
The pitch model can be written in the following state space:
{</p>
        <p>
          x˙1 = x2
x˙2 = −2ξwnx2 − wn2x1 + wn2u
(16)
(17)
(18)
(19)
(20)
(21)
with
x1 = β, x2 = β˙, u = βr
which can be discretised using an Euler approximation.
Then, the following system is obtained:
with
A =
B =
The pitch parameters wn and ξ are variable with hydraulic
pressure P [
          <xref ref-type="bibr" rid="ref1">1</xref>
          ] [
          <xref ref-type="bibr" rid="ref21">22</xref>
          ]. Then, the pitch model can be written
as the following LPV model according to [
          <xref ref-type="bibr" rid="ref22">23</xref>
          ] using P as
the scheduling variable ϑ :
x(k + 1) = A(ϑ)x(k) + B(ϑ)u(k)
y(k) = Cx(k)
(23)
        </p>
        <p>Te
−2Teξ(P )wn(P ) + 1
]
y(k) = x1(k) = β(k)
4.3</p>
      </sec>
      <sec id="sec-4-2">
        <title>Regressor form pitch system model</title>
        <p>
          The pitch model can be transformed to the following
regression form [
          <xref ref-type="bibr" rid="ref23">24</xref>
          ]:
y(k) = φ (k)θ(k)
(24)
where, φ (k) is the regressor vector which can contain any
function of inputs u(k) and outputs y(k). θ(k) ∈ Θ is the
parameter vector. Θ is the set that bounds parameter values.
In particular
φ (k) = [ y(k − 2) y(k − 1) u(k − 2)]
θ = [ θ1
θ2
        </p>
        <p>θ3] T
θ1 = (−Te2wn2 + (2wnξTe − 1))
θ2 = −2wnξTe + 2
θ3 = Te2wn2
5</p>
      </sec>
    </sec>
    <sec id="sec-5">
      <title>Results</title>
      <p>
        The pitch systems, which in this case are hydraulic, could
be affected by faults in any of the three blades. The
considered faults in the hydraulic system can result in changed
dynamics due to a drop in the main line pressure. This
dynamic change induces a change in the system parameters:
the damping ratio between 0.6 rad/s and 0.9 rad/s and the
frequency between 3.42 rad/s and 11.11 rad/s according
to [
        <xref ref-type="bibr" rid="ref22">23</xref>
        ]. In this work, a fault detection subspace estimator
is designed to determine the presence of a fault. To
distinguish between fault and modeling errors, an interval
predictor approach is applied and a residual generation is used for
Upper
Lower
16
14
12
10
t
u
tup 8
o
x
a
im 6
n
m 4
2
0
deciding if there is a fault. To illustrate the performance of
this robust fault detection approach:: ξ ∈[ 0.6 0.63 ] and
wn ∈[ 10.34 11.11 ] are considered. Then, a parameter
set Θ is bounded by an interval box:
      </p>
      <p>Θ = [θ1, θ1] × [θ2, θ2] × [θ3, θ3]
and for i = 1, · · · , 3
λi = ( θi − θi )</p>
      <p>2
θi0 = ( θi + θi )</p>
      <p>2
using equations (17) and (18), the output bounds are
calculated to be used in fault detection test which are given in
Fig. 2. yˆ0(k) is obtained by the use of the identification
approach described in Section 2. To validate this algorithm
two cases are used:
- Case 1 : In this case, the pressure varies after time 10000s
while parameters vary in the interval of parametric
uncertainties, that is, damping ratio varies between 0.6 rad/s
and 0.63 rad/s and the frequency between 10.34 rad/s
and 11.11 rad/s. These parameters are presented
respectively in Figures. 3 and 4. The pitch angle in this case is
given in Fig. 5 altogether with the prediction intervals.
For fault detection, the residual signal, based on the
comparison between the measured pitch angle and the estimated
one at each sampling instance, is calculated and it is shown
in Fig. 6. For fault decision, a fault indicator signal is used
and the decision is taken in function of this indicator. If
the actual angle is not within the predicted interval given in
Eq.(16), the fault indicator is equal to 1 and the system is
faulty. Otherwise, it is equal to 0 and the system is
faultfree. The fault indicator signal given in Fig. 7 shows that
there is no fault despite the pressure variation. The
parameters variation is considered as a modeling error.
- Case 2 : In this case, the pressure P varies between time
t = 10000s and t = 17000s outside its nominal value. In
this time interval, the damping ratio varies between 0.63
rad/s and 0.72 rad/s and the frequency varies between
(25)
(26)
(27)
0.635
0.63
8.03 rad/s and 10.34 rad/s. On the other hand, the
damping ratio varies between 0.6 rad/s and 0.63 rad/s and the
natural frequency varies between 10.34 rad/s and 11.11
rad/s outside as shown in Figures 8 and 9. In this case,
the pitch angle is given in Fig. 10, while the residual and
fault indicator signals are presented in Fig. 11 and Fig. 12,
respectively.</p>
      <p>Fig. 12 shows that the fault indicator signal changes its
signature between time 10000s and 17000s which induce
that the parameters vary larger than the modeling range due
to actuator fault in wind turbine benchmark system between
instants t = 10000s and 17000s.
6</p>
    </sec>
    <sec id="sec-6">
      <title>Conclusions</title>
      <p>The proposed approach is based on an LPV estimation
approach to generate a residual as the difference between the
real and the nominal behavior of the monitored system.
When a fault occurs, this residual goes out of the
interval which represents the uncertainty bounds in non faulty
case. These bounds are generated by means of an
interval predictor approach that adds robustness to this fault
detection method, by means of propagating the parameter
uncertainty to the residual or predicted output. The proposed
2.2
2.1
2
−0.10</p>
      <p>1
0.95
r 0.9
o
t
a
c
i
d
n
i
ltu0.85
a
f
0.8
0.75
Mesaured
Max
Min
1.6608 1.6608 1.6608
approach is illustrated by implementing a robust fault
detection scheme for a pitch subsystem of the wind turbine
benchmark. Simulations show satisfactory fault detection
performance despite model uncertainties.</p>
    </sec>
  </body>
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